Effect of Toothed Metal Plate Connector Size on Wood Frame Behavior-Reference-Cited by-同舟云学术

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Effect of Toothed Metal Plate Connector Size on Wood Frame Behavior

Published:2004-05-21 Issue: Volume: Page:
ISSN:
Container-title:Structures 2004
language:
Short-container-title:

Author:

Emerson R. N.¹¹,Collins T. A.¹¹

Affiliation:

1. School of Civil and Environmental Engineering, Oklahoma State University, 207 Engineering South, Stillwater, OK 74078

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40700%282004%2967

Reference4 articles.

1. ASTM E72-98 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction

2. ICBO Evaluation Service Inc.Acceptance Criteria for Prefabricated Wood Shear Panels. ES AC130. 2002. Whittier California.

3. International Code Council. 2000 International Building Code. 2000.

4. Truss Plate Institute.BSR/TPI 1-2002. National Design Standard for Metal Plate Connected Wood Truss Construction. 2001. Madison WI.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Review on research progress of metal-plate-connected wood joints;Journal of Building Engineering;2022-11

2. Midply Truss Wall System: High-Performance Shear Wall for Midrise Wood-Frame Buildings;Journal of Structural Engineering;2012-09

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